Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Machinery and Tools
Eprocure
Opening Date2 Jan 2025
Closing Date14 Jan 2025
Tender Amount₹ 38,29,084
Costs
EMD
₹ 64,940Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
C/o Lift Irrigation Scheme Bather
Description
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Contact
Tender Id
2025_HPCDP_97390_1Tender No
No.AGR. DPMU. KGR. F (7) Tender/13/2022-2997Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
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Documents
BOQ Items
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Centering and shuttering including strutting, propping etc. and removal of form work for :
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
171.23
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Suspended floors, roofs, landings, balconies and access platform complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.22
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Foundations , footings, bases of columns, etc complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
541.86
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Lintels, beams, plinth beams, girders, bressumers and cantilevers complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
12.26
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Columns, Pillars, piers, Abutments, posts and struts complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9.17
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Edges of slab and break in floor and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
16.44
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Providing and laying in position cement concrete 1:5:10(1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.3
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Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
13.8
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Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering , shuttering in All work up to plinth level, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
96.18
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Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering
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All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.18
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Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
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All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
106.58
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In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.17
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In beams, suspended floors, roofs having slope upto 15 degree landing , balconies, shelves, chajjas, lintel , bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level , excluding the cost of centeringb , shuttering , finishing and reinforcemen with 1:1.5:3 ( 1 cement : 1.5 coarse sand:3 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.15
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Providing and laying cement concrete 1:1:2 (1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete in and excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.51
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Providing and laying in position cement concrete 1:1:2 (1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in walls including attached buttress pilasters and thire caps basis and string courses etc. upto floor two level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.35
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Providing and laying no fine concrete 1:4 based on cement concrete 1:2:4 with 20 mm nominal size complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.26
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Cement concrete flooring 1:2:4(1 cement :2 coarse sand :4 graded stone aggregates) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.28
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P/L Damp proof course 40 mm thick with cement concrete 1:2:4 (1 cement :2 sand:4 graded stone aggregates 10 mm nominal size) and curing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.77
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Stone/ Boulder filling behind the Retaining wall , also under floor and upstream of i/ gallery/ under floor etc.complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
23.08
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.44
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1Cement :6 core sand : 2 graded stone aggregate 20 mm nominal size) upto plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.75
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Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square meter on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.77
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Providing and installation of Chain pulley having cpacity of 1 Ton with Tripod Block complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing & making Gabion structure with Mechanically woven double twisted hexagonal shaped wire mesh Gabion boxes as per IS: 16014:2012, MORTH clause 2500, of required size, Mesh type 10x12 (D-100 mm, with tolerance of =2% zinc +PVc coated, Mesh wire diameter 2.7/3.7 mm , mechanically edged/selvedged with partitions at every 1 m interval and shall have minimum 10 numbers of opening per metre of mesh perpendicular to twist, tying with lacing wire of diameter2.2/3.2mm (ID/OD), supplied @3% by weight of gabion boxes filled with boulders with least dimensions of 200 mm, as per drawing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
26
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Brick work with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in super structure above plinth level upto floor V level in all shape and size in Cement mortar 1:6(1 cement:6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.88
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Half Brickmasonry with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in super structure above plinth level upto floor V level in all shape and size in Cement mortar 1:4(1 cement:4 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.35
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15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement :4 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
39.7
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6 mm cement of plaster mix 1:3 ( 1 cement :3 fine sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7.32
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Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4537.04
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
437.12
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P/F angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm,joints mitred and welded by angle iron 35x35x5 mm or 35x5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
32.76
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P/F 1 mm thick M.S Sheet sliidng shutters with frame and diagonal braces of 40 x 40 x 6 mm angle iron 3 mm M.S Gusset Plates at the junctions and corner 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a primer coat of red lead paint, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.66
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling, dressing &finishing the top smooth, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.32
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P/F M.S. fan clamp type 1 of 16mm dia M.S bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop, all as per standard design, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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P/F M.S round or square bar with M.S flat at required spacing in wooden frames of windows and clerestory windows ( M.S Grill )complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
23.21
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P/F 40x5 mm flat iron hold fast40 cm. Long including fixing to frame with 10 diameter bolts , nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement:3 coarse sand:6 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14
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P/F ISI Marked oxidised M.S sliding door bolts with nuts and screw etc. Size ( 250x16 mm ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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P/F ISI Marked oxidised M.S tower bolt black finish (barrel type ) with neccessary screw etc. Size (250x10 mm ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6
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Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes of following dia of various grade conforming to IS/ISO-3183-2012 L260 or X42 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2012 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc. complete to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately).
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250 mm Dia
4
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Providing, laying, jointing , commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239: 2004, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing ,cleaning and hydraulic testing of pipe complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
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65 mm Dia
16
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100 mm Dia
228
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150 mm Dia
10
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Providing and fixing CI Sluice Valve of following dia & (10.2 Kg/cm²) class of Leader / Kartar / Kirloskar make with MS Flange of Table 5 as per IS 6392-1971 & welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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65 mm dia, PN-1.0 (Wt- 23.30 Kg/cm²)
6
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80 mm dia, PN-1.0 (Wt- 31.30 Kg/cm²)
4
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150 mm dia, PN-1.0 (Wt- 71.30 Kg)
1
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250 mm dia, PN-1.0 (wt-176.90 Kg)
1
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Providing and fixing Cast iron Reflux/Non return valve, 100 mm Dia class of leader/kiloskar/kartar make and 100 mm dia for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 100 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
35
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Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 65 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
2
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Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) following Dia Medium Class with plain end GI pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
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100 mm (Flange table 5)
3
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P/F on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion (i) Single sockets pipes 110 mm diameter U-PVC pipes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5.9
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P/F on wall face unplasticised PVC moulded fittings/accessories for unplaticised Rigid PVC rain water pipes conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382 leaving 10 mm gap of thermal expansion Single sockets pipes 110 mm diameter U-PVC pipes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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P/F on wall face unplasticised PVC moulded fittings/accessories for unplaticised Rigid PVC rain water pipes conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382 leaving 10 mm gap of thermal expansion Bend 87.5 degree 110 mm dia bend complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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P/F on wall face unplasticised PVCpipe clips of approved design to unplasticised PVC rain water pipes by mean of 50x50x50 mm hard wood plugs, screwed with MS screws of required length, including cutting brick work and fixing in cement mortar 1:4 ( l Cement : 4 coarse sand ) and making good the wall etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6
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Providing and fixing ISI marked oxidised M.S. handles 125 mm conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
18
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White Washing with limeto give an even shade: New Work (three or more coats), complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
21.2
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Finishing walls with water proofing cement paint required shade New Work ( Two or more coats applied @ 3.84 kg./10 sqm), complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
22.9
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Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
30.21
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Providing, laying, jointing, commissioning & testing in trenches HDPE pipes of following diameters & classes as per IS 4984 (1995) and jointing the pipes with push type compression joints by hydraulically operated machines, butt fussion welding & electro fusion welding machines i/c necessary fittings, bends, tees, unions, flanges, collars & reducers etc. confirming to IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions. Flanging of the pipes shall be made as & where required. Jointing shall be confirming to IS code 8008 & IS 7634, stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating/plastic powder. The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts. All manufacturing maerial used shall be in accordance to IS 4427-2007 (latest revision) with 100 % virigin pre-compounded or natural PE resin. Jointing shall be complete in all respects i/c testing at site upto entire satisfaction of the Engineer-in-Charge. For Approved makes as per the list Enclosed in bidding Document Page No. CF-8.
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63 mm dia HDPE pipe (PN 6.0, PE 100)
840
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75 mm dia HDPE pipe (PN 6.0, PE 100)
1141
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90 mm dia HDPE pipe (PN 6.0, PE 100)
456
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Providing and fixing of 63 mm hydrant with main or submain line including HDPE Riser 63 mm double threaded PN-6.0, 63 mm PP ball valve, bend, male female coupler threaded PN-6.0, service saddle PN-6.0 and elbow bend with steel clamp complete in all respect and jointing by butt fusion process (as per requirement of main & sub main line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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For distribution system with 63 mm dia
14
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For distribution system with 75 mm dia
9
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For distribution system with 90 mm dia
3
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Providing & Fixing Valve Box for Hydrant Size 12 " complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
26
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Providing & Fixing PP Ball Valve 75mm Dia, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3
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Providing & Fixing PP Ball Valve 90 mm Dia, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing & Fixing Puddle Collar 80 mm Dia. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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Providing &Fixing PP Ball Valve 63mm Dia with flange complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and fixing Air Release Valve of 25 mm Dia (double acting ball type) of 10kg pressure, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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Providing GMS tube of 25 mm dia ,&medium Class conforming ti IS specification capable to withstand the required hybraulic test pressure ae per IS code in radom lenght 6.00 mtrs. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.8
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Supply Erection commisioning & testing of open well submersible (Horizontal) pumping set of KSB/ Calama/SU/Johnstion/Crompton/Johnson make comprising to latest relevant BIS Code the pump should be fitted with bronze impeller of suitable alloys as per IS :8034-1979 Latest suitable for clear water having greased packed bearing and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for soft coupled to a submersible squirrel cage electric induction motor ( water proof type )of required HP, RPM 2900 of reputed make conforming to BIS 9238-1979 latest with up to date amendments totally dust and water proof for submersible duty isolated from pump b intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing and provided with stainless steel thrust bearing plate to with stand non vertical load with minimum wear and pear it should also be fitted with a device to take up expansion of water with the heating of motor including with all accessories required (10 HP, Static Head =46.20m, Discharge Required 6.10 LPS & Total Head 51.81 mtr.) .
1
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Providing and fixing M-Power MODULE, L&T make for mobile controller vide Cat no. GSM 03010000 of reputed make conforming to standard with upto date with supply 160-500 v. AC-50hz. Single phase/three phase wire including cabling computed to delivery results complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and fixing capacitor-15kvr with mobile set including sims with message pack complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and fixing automatic pannel board MU-G40 of L&T make for 35 HP Submersible Motors make manufactured by parental company comprising MNX contacts and MN relays, overload and singal facing protection confirming to IS-13947-4 IEC-60947-4 alongwith testing certificates including pushing button autostart, autostop and restart facility, ICPT switches and all other electrical accesories which required for the job single phase preventor, 3-phase indicator, ime relay selector cabiling to delivery results complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Restoration Charges for road crossing as per HPPWD norms for metalled road with PCC Drain . complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
24
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Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2037
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